HomeMy WebLinkAboutKSM Soil Compaction ReportHeadquarters
11345 U.S. Highway 1 ZP CA 19 ENGINEERING PO Box 78-1j3777
SebastiaSebastian, FL. 32
Orlandon, FL. 32958 i% 1;;P AN% AND TESTING Phonea. 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 21, 2021 KSM JOB #: 213017-id/CF/ah
PERMIT#: 20100783 NUC# 234
CONTRACTOR: Wynne Development Nuc Model: MC -DR
JOB LOCATION: 6494 Alemendra Street Nuc Serial #: MD60308234
Spanish Lakes Fairways
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.W. 0" - 12" 50+ 107.8 108.7 99.2%
2. N.E. 106.8 98.3%
3. Center 108.3 99.6%
4. S.E. 107-.0 98.4/0
5. S.W. 107.5 98.9%
Soil Description: W 109.01 I I I J I
Brown Sand E I I 1 I 1
108.0 ..—.�—..—�.—.. .—.. ..—. —.
In Place Moisture: G I I I I I
8.0% H
T I I I I I I
Proctor Optimum Moisture: 107.0 �••—•l—••—t• ••-!••--•1-•--.l--
12.0% P I I I I I I
Proctor Max. Dry Density: P.C.F. C I I I I I I
108.7 106.0
F I I I I I
@ Test Locations the Density &
Penetrometer readings indicate the D 105.0
Degree of Compaction Meets R
Minimum Requirement Y
for Unstaked Foundation 104.0---•i---{-----------------,
Resp`fyYylSupfp�tt;d: 8 9 10 11 12 13 14
E 04.4t
Digitally o
........... ��� Moisture - of Dry Weight
Qy-�,1GENSF' �'. ; /o signed by
Disclaimer: Contractor is responsible to maintain
No. 81439� m� Bryan E the tested area in the condition that KSM
Dahlke
_ completed the indicated passed compaction test.
�qf '•- Ar Date: KSM is not responsible if the tested area has been
STATE OF Z altered from the approved
.!�toxto?.-• �� 2021.04.22 PP inspected condition.
Brys�` NAllLt�tVac�`� 14:51:27
-04 00
V.P. of Engineering
PE # 81439 4/22/2021
Email to: St. Lucie County Building Department; dotty@wynnebc.com
Proudly Serving Florida since 1990